20201892 Ver 1_401 Application_20211012

Preliminary ORM Data Entry Fields for New Actions
SAW — 201 - 201902098
Prepare file folder
1. Project Name [PCN Form A2a]: Smith Village
2. Work Type: Private
Institutional
D,t)deauio-
-PkTh
BEGIN DATE [Received Date]:
Assign Action ID Number in ORM
Government
3. Project Description / Purpose [PCN Form B3d and B3e]:
The project involves development of a residential subdivision.
Commercial
4. Property Owner / Applicant [PCN Form A3 or A4]: Prestige Corporate Development, LLC / Steve Bailey
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental / Jennifer Robertson
6. Related Action ID Number(s) [PCN Form B5b]: 2019-02098
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form B1b]:
35.66235 N-80.85271 W, 1162 Charlotte Highway Troutman, NC 28116
8. Project Location - Tax Parcel ID [PCN Form B1a]: ten parcels, see parcel reports
9. Project Location — County [PCN Form A2b]: Iredell County
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Troutman
11. Project Information — Nearest Waterbody [PCN Form B2a]: Kerr Branch, C
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: South Yadkin, 03040102
Authorization:
Regulatory Action Type:
Section 10 n Section 404
Standard Permit
Nationwide Permit # 29
n Regional General Permit #
n Jurisdictional Determination Request
Section 10 & 404
RECEIVED
OCT 1 2 2021
DEQ-WATER RESOURCES
Pre -Application Reque$41 & BUFFER PERMITTING
Unauthorized Activity
Q Compliance
n No Permit Required
Revised 20180124

T1
VIRONMENTAL
US Army Corps of Engineers
Asheville Regulatory Field Office
Attn: Mrs. Ms. Krysta Stygar
8430 University Executive Park Drive, Suite 611
Charlotte, North Carolina 28262
September 1, 2021
NC Division of Water Resources
401 and Buffer Permitting Unit
Attn: Mr. Paul Wojoski
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: Smith Village - +/- 66 acres
1162 Charlotte Highway Troutman, NC 28116
Nationwide Permit 29 Application
Action ID SAW 2019-02098 / DWR Project #: 20201892
Krysta/Paul:
The applicant, Mr. Steve Bailey with Prestige Corporate Development, LLC, is requesting
approval of the enclosed Nationwide Permit 29 verification for unavoidable impacts to Waters of
the United States. Atlas Environmental completed a stream and wetland delineation on March
5, 2019 and was issued a preliminary jurisdictional determination for Mr. Steve Bailey on
November 19, 2019. The existing preliminary jurisdictional determination is included in this
package along with correspondence with the North Carolina Historic Preservation Office and the
United States Fish and Wildlife Service Office.
There are four streams and two wetlands on site. CH 100 (1631 linear feet), CH 200 (1314
linear feet), CH 300 (105 linear feet), and CH 400 (16 linear feet) total 3066 linear feet. CH 100
and CH 200 are perennial. CH 300 and CH 400 are intermittent. WL 1000 (0.124 acre) and WL
1100 (0.004 acre) are hydrologically connected to CH 100. Stream impacts are proposed to
less than 10% of the streams on site. Wetland impacts are proposed to less than 15% of the
wetlands on site. The road impacts are necessary to gain access through the property.
The development will require two permanent stream crossings for road access, two temporary
stream impacts for sewer line crossings, and one permanent wetland impact. Additional
impacts are being avoided by site design and the construction of retaining walls. Permanent
stream impacts are defined as impacts S1 and S2 which are located on perennial streams
identified as CH 100 and CH 200. Impact S1 is approximately 117 linear feet and 0.022 acre in
area and impact S2 is approximately 162 liner feet and 0.012 acre in area. Total impacts are
approximately 279 linear feet and 0.034 acre. Corps stream mitigation will be required since
stream impacts exceed 0.02 acre. S3 and S4 are necessary for two temporary sewer line
stream crossings. There will be 30 linear feet of temporary stream impacts at these two
locations. The pre-existing stream bed elevation will be re-established once construction is
complete. One unavoidable wetland impact is located at W1 and includes 0.018 acre of fill. No
wetland mitigation is required.
ATLAS Environmental, Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

440,1mi_
VIRONMENTAL
Atlas Environmental is proposing mitigation through payment to NC Division of Mitigation
Services. The streams on site to be impacted rate as LOW on NC SAM. The site has been a
cattle farm for many years. Cows were not fenced out from the streams. Cows were observed
urinating and defecating in the streams during the delineation. The streams have almost
vertical banks and a deep entrenchment which has resulted in massive bank erosion and no
accessible floodplain. Due to the poor quality of the streams a 1:1 mitigation ratio is proposed
for impacts.
Enclosed are the necessary jurisdictional determination documents and additional information.
Thank you for your attention to the enclosed request. Please contact me if you need any
additional information.
Best regards,
gem+
Jennifer L Robertson, President
[e-mail]
ATLAS Environmental, Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la. Type(s) of approval sought from the
Corps:
10 Permit
1 Section 404 Permit ❑ Section
lb. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes ' No
ld. Type(s) of approval sought from
the DWQ (check all that apply):
— Regular ❑ Non-404 Jurisdictional General Permit
— Express ❑ Riparian Buffer Authorization
0 401 Water Quality Certification
❑ 401 Water Quality Certification
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
For the record only for Corps Permit:
❑ Yes ►1 No
❑ Yes ►1 No
If. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
r Yes ❑ No
lg. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes i1 No
lh. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes i1 No
2. Project Information
2a. Name of project:
Smith Village
2b. County:
Iredell
2c. Nearest municipality / town:
Troutman
2d. Subdivision name:
Smith Village
2e. NCDOT only, T.I.P. or state
project no:
not a DOT project
3. Owner Information
3a. Name(s) on Recorded Deed:
BBC Troutman LLC
3b. Deed Book and Page No.
See Attached Parcel Reports, there are ten project parcels
3c. Responsible Party (for LLC if
applicable):
Mr. Steve Bailey
3d. Street address:
21000 Torrence Chapel Road Suite 100
3e. City, state, zip:
Cornelius, NC 28031
3f. Telephone no.:
[phone]
3g. Fax no.:
No Fax Number
3h. Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Jennifer L Robertson
5b. Business name
(if applicable):
Atlas Environmental, Inc.
5c. Street address:
338 S. Sharon Amity Road #411
5d. City, state, zip:
Charlotte, NC 28211
5e. Telephone no.:
704-512-1206
5f. Fax no.:
no fax
5g. Email address:
[e-mail]
Page 2 of 10
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
ten project parcels, see attached parcel reports
1 b. Site coordinates (in decimal degrees):
Latitude: 35.66236 Longitude: - 80.85260
1 c. Property size:
—66.2 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Kerr Branch
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
South Yadkin, 03040102
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: The review area is mostly cleared for previous uses of residential and farming practices. The property has
been a cattle farm for many years. Portions of the property are forested. The land use surrounding the property is
generally residential and agriculture.
3b. List the total estimated acreage of all existing wetlands on the property: 0.128
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3066
3d. Explain the purpose of the proposed project: Residential development
3e. Describe the overall project in detail, including the type of equipment to be used: The project purpose is for the
construction of a residential development consisting of detached single family dwellings and multifamily dwellings
(townhomes). The project also include commerical development along Charlotte Hwy. The development will also include
the construction of stormwater treatment, parking, roadways, and associated infrastructure such as electric, sewer, and
water.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
'/ Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
I preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): A Baggarley, J Robertson, J Sinclair
Agency/Consultant Company: Atlas Environmental, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
11/19/2019 SAW 2019-02098
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes /1 No ❑Unknown
5b. If yes, explain in detail according to "help file" instructions.
N/A
6. Future Project Plans
6a. Is this a phased project?
❑ Yes /1 No
6b. If yes, explain.
N/A
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which
sections were
Wetlands
completed
//
below for your project (check all that apply):
Streams - tributaries ❑ Buffers •
Open Waters
•
Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
(if known)
2d.
Forested
2e.
Type of jurisdiction
Corps (404, 10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Seep
No
Corps
0.018
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total wetland impacts:
0.018
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of jurisdiction
(Corps - 404, 10
DWQ — non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Fill
CH 100
PER
Corps
8
117
S2 P
Fill
CH 200
PER
Corps
3
162
S3 T
Excavation
CH 100
PER
Corps
4
30
S4 T
Excavation
CH 100
PER
Corps
4
30
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts:
279 / 60
3i. Comments: Impacts S1 (0.022 Ac) and S2 (0.012 Ac) are permanent culvert installation for road crossings necessary for
property access. Impacts S3 (0.003 Ac) and S4 (0.003 Ac) are temporary trenching for sewer line installation.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number -
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts:
4g. Comments:
5. Pond
If pond or
or Lake Construction
lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer impact
number-
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total buffer impacts:
6i. Comments:
Page 5 of 10
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to aquatic resource have been minimized to the greatest extent possible. There is approximately 3066 linear feet of
stream channel and 0.128 acres of wetlands. The development of the property, including approximately 242 dwellings on 66
acres, is being accomplished with only two road crossings. Due to local traffic regulations the main entrance to the
development is being required to be located at the existing stop light across from Crosstie Lane. The proposed impacts are to
the lowest quality locations from cattle having access to the channels. The channel banks are vertical with no vegetative
protection and are actively eroding. During the delineation cow manure was photographed in the channel and there is no
natural buffer adjacent to the impact locations.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction and engineering techniques are being applied to further minimize impacts from the development to aquatic
resources. The stream crossings at S1 and S2 are being shortened by headwalls at the upper and lower extents of the
culverts. Additionally, a retaining wall is being constructed South of channels CH 100, CH 200, and CH 300 to minimize
impacts to wetland WL 1000 and to completely avoid impacts to channel CH 300.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
11
Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ
►ZI
Corps
2c. If yes, which mitigation option will be used for this
project.
❑
❑
Mitigation bank
Payment to in -lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: none
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity none
Quantity none
Quantity none
3c. Comments: none
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
Yes
4b. Stream mitigation requested:
279 linear feet
4c. If using stream mitigation, stream temperature:
Warm
4d. Buffer mitigation requested (DWQ only):
none square feet
4e. Riparian wetland mitigation requested:
none acres
4f. Non -riparian wetland mitigation requested:
none acres
4g. Coastal (tidal) wetland mitigation requested:
none acres
4h. Comments: 1:1 ratio as streams are low quality
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes @ No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
none
none
3 (2 for Catawba)
none
Zone 2
none
none
1.5
none
6f. Total buffer mitigation required:
none
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
not applicable
6h. Comments: no comments
Page 7 of 10
PCN Form — Version 1.4 January 2009

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ►1 No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ►1 No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
>24% %
2b. Does this project require a Stormwater Management Plan?
►1 Yes ❑ No
2c. if this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The project engineer is coordinating all of the stormwater requirements.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Iredell County
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Iredell County
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):
1 Phase II
❑NSW
MP
❑ ❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ►1 No
4. DWQ Stormwater Program Review
4a. Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑ Coastal counties
❑ HQW
❑ ORW
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes /1 No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
►1 Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
1/ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land?
• Yes // No
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
❑ Yes ❑ No
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments: n/a
❑ Yes ❑ No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
❑ Yes No
2b. Is this an after -the -fact permit application?
❑ Yes V No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality?
❑ Yes ►1 No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The project will connect to existing sanitary sewer
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
Yes
11 No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ No
Yes
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
IPAC and the NC natural hetitage program; FWS Asheville office coordination, see enclosed letter
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
• Yes
No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes
/1 No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC HPO Buffer Map, No comment letter attacehd from NC HPO
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes 11 No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA floodmaps GIS layer
Jennifer L Robertson
Applicant/Agent's Printed Name
4 dRaitA+.
Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
09/01/2021
DateApplicant/Agent's
Page 10 of 10
PCN Form — Version 1.4 January 2009

RONMENTAL
AGENT AUTHORIZATION FORM
U.S. Army Corps of Engineers, Wilmington District
Attn: Mr. Scott McLendon, Chief, Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Resources, Water Quality Program
Wetlands, Buffers, Streams — Compliance and Permitting Unit
Attn: Mrs. Karen Higgins, Supervisor
1617 Mail Service Center
Raleigh, North Carolina 27699-1650
I, the current landowner, lessee, contract holder to purchase, right to purchase holder, or easement
holder of the property/properties identified below, hereby authorize Atlas Environmental Inc to act on my
behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are
regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are
authorized to be on said property when accompanied by Atlas Environmental Inc staff for the purpose of
conducting on -site investigations and issuing a determination associated with Waters of the US subject to
Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899 and Waters of the State including 404 Wetlands, Isolated Wetlands, and other non-404
Wetlands subject to a permitting program administered by the State of North Carolina. Atlas
Environmental Inc is authorized to provide supplemental information needed for delineation approval
and/or permit processing at the request of the Corps or NC DWR Water Quality Program.
Project Name:
Property Owner of Record:
Contact Name:
Address:
Address:
Phone/Fax Number:
Email Address:
Project Address:
Project Address:
Tax PIN:
Signature:
Date:
Smith Village
Prestige Acquisitions, LLC
Steven Bailey'
21000 Torrence Chapel Rd, Ste 100
Cornelius, NC 28031
704-892-7790'
[e-mail]
1162 Charlotte Highway, Troutman, NC 28116
80032660
6.26.2019
ATLAS Environmental Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
[e-mail]
www.atlasenvi.com

Legend
Q Project Boundary
o Streets
C. Iredell Co. Parcels
2 Ft Contours
Clipped
Culvert
Intermitent
IIII Perennial
Wetland
IRONMENTAL
Page 1 of 6
Aquatic Resource Sketch Map
cation: 1162 Charlotte Highway Troutman NC, 28116
For: Prestige Development Corporation, LLC
Coordinates: 35.66235, -80.85271
Sketch Map provided for illustrative purposes and
preliminary planning only. Not intended to be relied upon
for exact location, dimension, or orientation. All findings
and assessments are subject to verification from the
Army Corps of Engineers, NC Division of Water
Resources, and/or other appropriate local authorities.
Do not reproduce map set except in its entirety.
Date: March 12, 2019

Legend
0 Project Boundary
o Streets
Iredell Co. Parcels
Clipped
Culvert
Intermitent
MI Perennial
Wetland
IRONMENTAL
PaOe2of6
Project Name: Smith Village
Location: 1162 Charlotte Highway Troutman NC, 28116
For: Prestige Development Corporation, LLC
Coordinates: 35.66235, -80.85271
Date: March 12, 2019

Legend
0 Project Boundary
o Streets
[..,.Iredell Co. Parcels
Clipped
III Culvert
Intermitent
IIII Perennial
Wetland
Potential Wetland
WL 1100 Approx. 0.004 Ac
Potential Non Wetland
CH 100 Approx. 1631 LF
Project Name: Smith Village
Location: 1162 Charlotte Highway Troutman NC, 28116
For: Prestige Development Corporation, LLC
50 100 150 200 Ft
MEM
Page 3 of 6
Detail 1
Coordinates: 35.66235, -80.85271
Date: March 12, 2019

Legend
0 Project Boundary
= Streets
Iredell Co. Parcels
Clipped
MI Culvert
Intermitent
MI Perennial
Wetland
Aquatic Resource Sketch Map
Potential Non Wetland
CH 100 Approx. 1631 LF
Potential Wetland
WL 1000 Approx. 0.124 Ac
Potential Non Wetland
CH 300 Approx. 105 LF
Potential Non Wetland
CH 200 Approx. 1314 LF
0 50 100 150 200 Ft
...44143rn
IRONMENTAL
Project Name: Smith Village
Location: 1162 Charlotte Highway Troutman NC, 28116
For: Prestige Development Corporation, LLC
Page 4 of 6 Detail 2
Coordinates: 35.66235, -80.85271
Date: March 12, 2019

Potential Non Wetland
CH 400 Approx. 16 LF
Legend
0 Project Boundary
= Streets
Iredell Co. Parcels
Clipped
Culvert
Intermitent
IIIII Perennial
Wetland
Aquatic Resource Sketch Map
Potential Non Wetland
CH 200 Approx. 1314 LF
0 50 100 150 200 Ft
IRONMENTAL
Project Name: Smith Village
Location: 1162 Charlotte Highway Troutman NC, 28116
For: Prestige Development Corporation, LLC
Page 5 of 6 Detail 3
Coordinates: 35.66235, -80.85271
Date: March 12, 2019

Aquatic Resource Sketch Map
Potential Non Wetland
CH 200 Approx. 1314 LF
Legend
CI Project Boundary
o Streets
Iredell Co. Parcels
Clipped
III Culvert
Intermitent
ill Perennial
Wetland
Potential Non Wetland
CH 400 Approx. 16 LF
50 100 150 200 Ft
llllllllllllllll�
IRONMENTAL
Page 6 of 6 Detail 4
Project Name: Smith Village
Location: 1162 Charlotte Highway Troutman NC, 28116
For: Prestige Development Corporation, LLC
Coordinates: 35.66235, -80.85271
Date: March 12, 2019

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0
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Date: June 29, 2021
Updated: N/A
Prestige Development Group
Smith Village
1162 Charlotte Highway
Troutman, NC 28116
Attn: Mr. Steve Batley
Coordinates: 35,66235, -80.85271
338 S. Sharon Amity Rd, #411
Charlotte NC, 28211

1
Q.
Date: June 29, 2021
Updated: N/A
Prestige Development Group
Smith Village
1162 Charlotte Highway
Troutman, NC 28116
Attn: Mr. Steve Bailey
Coordimates: 35.66235, -80.85271
338 S. Sharon Amity Rd, #411
Charlotte NC, 28211

V)
7
Date: June 29, 2021
Updated: N/A
Prestige Development Group
Smith Village
1162 Charlotte Highway
Troutman, NC 28116
Attn: Mr. Steve Bailey
Coordinates: 35,66235, -80.85271
338 S. Sharon Amity Rol, #411
Charlotte NC, 28211

r, = 50' Page of
ti 1-
Date: June 29, 2021
Updated: N/A
Prestige Development Group
Attn: Mr. Steve Bailey
Smith Village
1162 Charlotte Highway
Troutman, NC 28116
Coordinates: 35.66235,-80,85271
338 S. Sharon Amity Rd, #411
Charlotte NC, 28211

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-02098 County: Iredell U.S.G.S. Quad: NC- Shepherds
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Prestige Acquisitions, LLC
Steve Bailey
Address: 21000 Torrence Chapel Rd., Suite 100
Cornelius, NC 28031
Telephone Number: 704-892-7790
E-mail: steve(&,pdcllc.net
Size (acres) 66 Nearest Town Troutman
Nearest Waterway Weathers Creek River Basin Upper Pee Dee
USGS HUC 03040102 Coordinates Latitude: 35.66235
Longitude: -80.85271
Location description: The review area is located 1000 feet Southwest of the intersection of Shady Creek Ln and Hwy 21 in
Iredell County. PIN(s): 4740904576, 4740919017, 4740919851, 4750011807, 4740916737, 4740916979, 4750020039,
47500004607, & 4750004478.
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 3/12/2019. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlands on the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.

SAW-2019-02098
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below on DATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Catherine M. Janiczak at 704-510-1438 or
Catherine.M.Janiczak(a usace.armv.mil.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 11/19/2019.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official: t �G Z
Ja?‘
Date of JD: 11/19/2019 Expiration Date of JD: Not applicable

SAW-2019-02098
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: Atlas Environmental, Inc
Jennifer L. Robertson
Address: 338 S. Sharon Amity Road, #411
Charlotte, NC 28211
Telephone Number: 704-512-1206
E-mail: irobertsonAatlasenvi.com

h+a'w6A4;.M-
Applicant:
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
jrtJ..+x A# iti_ ^7ilE'^ 5.�•+�'%hR'S'1,.; k ? .
REQUEST FOR APPEAL
Prestige Acquisitions, LLC, Steve Bailey File Number: SAW-2019-02098 Date: 11/19/2019
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
❑
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
►1
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION
Additional
or
I - The following identifies your rights and options regarding an administrative appeal
information may be found at or httpJ/www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
of the above decision.
the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: Catherine M. Janiczak
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
If you only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,
consultants, to conduct investigations of the project site during the course of the appeal process.
notice of any site investigation, and will have the opportunity to participate in all site investi
and any government
You will be provided a 15 day
ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Catherine M. Janiczak, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 11/19/2019
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Prestige Acquisitions, LLC, Steve Bailey, 21000
Torrence Chapel Rd., Suite 100,Cornelius, NC 28031
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Smith Village PJD, SAW-2019-
02098
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located 1000 feet
Southwest of the intersection of Shady Creek Ln and Hwy 21 in Iredell County. PIN(s): 4740904576, 4740919017,
4740919851, 4750011807, 4740916737, 4740916979, 4750020039, 47500004607, & 4750004478.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Iredell City: Troutman
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.66235 Longitude: -80.85271
Universal Transverse Mercator:
Name of nearest waterbody: Weathers Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): 11/18/2019
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site Number
Latitude (decimal
degrees)
Longitude (decimal
degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non
wetland waters)
Geographic authority to
which the aquatic resource
"may be" subject (i.e.,
Section 404 or Section
10/404)
CH 100
35.66401
-80.85327
1631 linear feet
Non -wetland
Sec. 404
CH 200
35.66194
-80.85572
1314 linear feet
Non -wetland
Sec. 404
CH 300
35.66239
-80.85172
105 linear feet
Non -wetland
Sec. 404
CH 400
35.66201
-80.85620
16 linear feet
Non -wetland
Sec. 404
WL 1000
35.66259
-80.85091
0.124 acres
Wetland
Sec. 404
WL 1100
35.66364
-80.85291
0.004 acres
Wetland
Sec. 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or
requests verification for a non -reporting NWP or other general permit, and the permit applicant has
not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit
applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD
before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or
different special conditions; (3) the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without requesting an AJD
constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area
affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any
administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD
or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual
permit (and all terms and conditions contained therein), or individual permit denial can be
administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic jurisdiction exists over
aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic
resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the
review area that could be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Aquatic Resource Sketch Map (Dated 03/12/2019)_
Data sheets prepared/submitted by or on behalf of the PJD requestor.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name:
❑ Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): Aquatic Resource Sketch Map (Dated 03/12/2019)_
or ❑Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional determinations.
Signature and date of ',- lato
staff member completing PJD
11/19/2019
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

Aquatic Resource Sketch Map
Legend
Q Project Boundary
o Streets
Iredell Co. Parcels
Clipped
Culvert
Intermitent
MI Perennial
Wetland
IRONMENTAL
Project Name: Smith Village
Location: 1162 Charlotte Highway Troutman NC, 28116
For: Prestige Development Corporation, LLC
Paae 2 of 6
Coordinates: 35.66235, -80.85271
Date: March 12, 2019
Page 36 of 80

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
April 25, 2019
Jennifer Robertson
Atlas Environmental
712 English Tudor Lane
Charlotte, North Carolina 28031
Dear Ms. Robertson:
Subject: Smith Creek Mixed Use Development; Iredell County, North Carolina
Log No. 4-2-19-167
The U.S. Fish and Wildlife Service (Service) has reviewed the information provided in your
correspondence dated March 26, 2019 (received via email on April 1, 2019). We submit the
following comments in accordance with the provisions of the Fish and Wildlife Coordination
Act, as amended (16 U.S.C. 661-667e); the National Environmental Policy Act (42 U.S.C. §4321
et seq.); and section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C.
1531-1543) (Act).
Project Description
According to the information provided, the proposed project would consist of a mixed use
residential and commercial development on 66 partially forested acres in Troutman, North
Carolina. The proposed project area contains successional wooded habitats, agricultural fields,
and transitional habitats. The site contains a reach of Kerr branch, at least one of its unnamed
tributaries, and adjacent wetlands. Proposed project -mediated impacts to streams and wetlands,
impact avoidance, impact minimization, or impact mitigation measures were not disclosed in
your correspondence.
Federally Listed Endangered and Threatened Species
According to Service records, suitable summer roosting habitat may be present in the project
area for the federally threatened northern long-eared bat (Myotis septentrionalis). However, the
final 4(d) rule (effective as of February 16, 2016), exempts incidental take of northern long-eared
bat associated with activities that occur greater than 0.25 miles from a known hibernation site,
and greater than 150 feet from a known, occupied maternity roost during the pup season (June 1
— July 31). Based on the information provided, the project (which may or may not require tree
clearing) would occur at a location where any incidental take that may result from associated
activities is exempt under the 4(d) rule. Although not required, we encourage you to avoid
any associated tree clearing activities during the maternity roosting season from May 15 —
August 15.

Potential habitat occurs onsite for the federally threatened dwarf -flowered heartleaf (Hexastylis
naniflora). The site was investigated for the presence of this species during its optimal survey
window in 2019, but no individuals were detected at that time.
Based on the information provided, the Service does not have any concerns for this any other
federally protected species, and we require no further action at this time. Please be aware that in
accordance with the Act, it is the responsibility of the appropriate federal agency or its
designated representative to review its activities or programs and to identify any such activities
or programs that may affect endangered or threatened species or their habitats. If it is
determined that the proposed activity may adversely affect any species federally listed as
endangered or threatened, formal consultation with this office must be initiated.
We offer the following general comments in the interest of protecting other natural resources:
Erosion and Sediment Control
Measures to control sediment and erosion should be installed before any ground -disturbing
activities occur. Instream work should occur under dry conditions utilizing a temporary
diversion/pump-around system. Grading and backfilling should be minimized, and existing
native vegetation should be retained (if possible) to maintain riparian cover for fish and wildlife.
Disturbed areas should be revegetated with native grass and tree species as soon as the project is
completed. Ground disturbance should be limited to what will be stabilized quickly, preferably
by the end of the workday. Natural fiber matting (coir) should be used for erosion control as
synthetic netting can trap animals and persist in the environment beyond its intended
purpose.
Riparian Buffers
Natural, forested riparian buffers are critical to the health of aquatic ecosystems. They
accomplish the following:
1. catch and filter runoff, thereby helping to prevent nonpoint-source pollutants
from reaching streams;
2. enhance the in -stream processing of both point- and nonpoint-source
pollutants;
3. act as "sponges" by absorbing runoff (which reduces the severity of floods)
and by allowing runoff to infiltrate and recharge groundwater levels (which
maintains stream flows during dry periods);
4. catch and help prevent excess woody debris from entering the stream and
creating logjams;
5. stabilize stream banks and maintain natural channel morphology;
6. provide coarse woody debris for habitat structure and most of the dissolved
organic carbon and other nutrients necessary for the aquatic food web; and
7. maintain air and water temperatures around the stream.
Forested riparian buffers (a minimum 50 feet wide along intermittent streams and 100 feet wide
along perennial streams [or the full extent of the 100-year floodplain, whichever is greater])
should be created and/or maintained along all aquatic areas. Impervious surfaces, ditches, pipes,
2

roads, utility lines (sewer, water, gas, transmission, etc.), and other infrastructures that require
maintained, cleared rights -of -way and/or compromise the functions and values of the forested
buffers should not occur within these riparian areas.
Impervious Surfaces and Low -Impact Development
The imperviousness of the proposed project is high according to the preliminary design plans.
Where detention ponds are used, storm -water outlets should drain through a vegetated area prior
to reaching any natural stream or wetland area. Detention structures should be designed to allow
for the slow discharge of storm water, attenuating the potential adverse effects of storm -water
surges; thermal spikes; and sediment, nutrient, and chemical discharges. Since the purpose of
storm -water -control is to protect streams and wetlands, no storm -water -control measures
or best management practices should be installed within any stream (perennial or
intermittent) or wetland. We recommend that retention ponds be located at least 750 feet from
small wetlands to minimize hydrologic disturbance and ecological function.
We also recommend that consideration be given to the use of pervious materials (i.e., pervious
concrete, interlocking/open paving blocks, etc.) for the construction of roads, driveways,
sidewalks, etc. Pervious surfaces minimize changes to the hydrology of the watershed and can
be used to facilitate groundwater recharge. Pervious materials are also less likely to absorb and
store heat and allow the cooler soil below to cool the pavement. Additionally, pervious concrete
requires less maintenance and is less susceptible to freeze/thaw cracking due to large voids
within the concrete.
The Service appreciates the opportunity to provide these comments. Please contact Mr. Byron
Hamstead of our staff at 828/258-3939, Ext. 225, if you have any questions. In any future
correspondence concerning this project, please reference our Log Number 4-2-19-167.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor
3

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary Susi H. Hamilton Deputy Secretary Kevin Cherry
April 23, 2019
Steve Bailey
Prestige Corporate Development, LLC
21000 Torrence Chapel Road, Suite 100
Cornelius, NC 28031
Re: Construct Mixed Use Development, 1162 Charlotte Highway, Troutman, Iredell County, ER 19-1119
Dear Mr. Bailey:
Thank you for your email of April 1, 2019, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
environmental.reviewancdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
}*(Ramona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

NC SAM FIELD ASSESSMENT RESULTS
Accompanies User Manual Version 2.1
USACE AID #: NCDWR #:
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic quadrangle,
and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and
number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions
and explanations of requested information. Record in the "Notes/Sketch" section if supplementary measurements were performed. See the
NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT/SITE INFORMATION:
1. Project name (if any): Smith Village 2. Date of evaluation: July 02, 2021
3. Applicant/owner name: BBC Troutman LLC 4. Assessor name/organization: Atlas Environmental
5. County: Iredell 6. Nearest named water body
7. River basin: Yadkin-PeeDee on USGS 7.5-minute quad: Kerr Branch
8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.66289, -80.85234
STREAM INFORMATION: (depth and width can be approximations)
CH 100, S1
9. Site number (show on attached map): Impact 10. Length of assessment reach evaluated (feet): 100 Ft
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 4 ❑Unable to assess channel depth.
12. Channel width at top of bank (feet): 6 13. Is assessment reach a swamp steam? ❑Yes ❑No
14. Feature type: ®Perennial flow ❑Intermittent flow ETidal Marsh Stream
STREAM CATEGORY INFORMATION:
15. NC SAM Zone: ❑ Mountains (M) ® Piedmont (P) ❑ Inner Coastal Plain (I)
16. Estimated geomorphic
valley shape (skip for
Tidal Marsh Stream):
17. Watershed size: (skip
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
❑A ®B
(more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
❑Size 1 (< 0.1 mi2) ®Size 2 (0.1 to < 0.5 mi2) ❑Size 3 (0.5 to < 5 mil) ❑Size 4 (z 5 mi2)
❑ Outer Coastal Plain (0)
18. Were regulatory considerations evaluated? ZYes ❑No If Yes, check all that apply to the assessment area.
['Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (01 Oil 0111 DIV ❑V)
['Essential Fish Habitat ❑Primary Nursery Area ❑ High Quality Waters/Outstanding Resource Waters
❑Publicly owned property ONCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters
❑Anadromous fish 0303(d) List ❑CAMA Area of Environmental Concern (AEC)
['Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
❑Designated Critical Habitat (list species)
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? ®Yes ❑No
1. Channel Water - assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
®A Water throughout assessment reach.
❑B No flow, water in pools only.
❑C No water in assessment reach.
2. Evidence of Flow Restriction - assessment reach metric
®A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is severely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates, debris jams,
beaver dams).
❑B NotA
3. Feature Pattern - assessment reach metric
®A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
❑B NotA
4. Feature Longitudinal Profile - assessment reach metric
®A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming, over
widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these
disturbances).
❑B NotA
5. Signs of Active Instability - assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
❑A < 10% of channel unstable
❑B 10 to 25% of channel unstable
®C > 25% of channel unstable

6. Streamside Area Interaction — streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
❑A ❑A
❑B ❑B
®C ®C
Little or no evidence of conditions that adversely affect reference interaction
Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area, leaky
or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision, disruption
of flood flows through streamside area] or too much floodplain/intertidal zone access [examples: impoundments, intensive
mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an
interstream divide
7. Water Quality Stressors — assessment reach/intertidal zone metric
Check all that apply.
❑A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
OB Excessive sedimentation (burying of stream features or intertidal zone)
❑C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
❑D Odor (not including natural sulfide odors)
❑E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes/Sketch"
section.
®F Livestock with access to stream or intertidal zone
OG Excessive algae in stream or intertidal zone
❑H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc)
01 Other: (explain in "Notes/Sketch" section)
❑J Little to no stressors
8. Recent Weather — watershed metric (skip for Tidal Marsh Streams)
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a drought.
❑A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
❑B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
®C No drought conditions
9. Large or Dangerous Stream — assessment reach metric
OYes No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition).
10. Natural In -stream Habitat Types — assessment reach metric
10a. ®Yes ❑No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging)
(evaluate for Size 4 Coastal Plain streams only, then skip to Metric 12)
10b. Check all that occur (occurs if > 5% coverage of assessment
❑A Multiple aquatic macrophytes and aquatic mosses
(include liverworts, lichens, and algal mats)
❑B Multiple sticks and/or leaf packs and/or emergent
vegetation
DC Multiple snags and logs (including lap trees)
❑D 5% undercut banks and/or root mats and/or roots
in banks extend to the normal wetted perimeter
ZE Little or no habitat
reach) (skip for Size 4 Coastal Plain streams)
❑F 5% oysters or other natural hard bottoms
❑G Submerged aquatic vegetation
❑H Low -tide refugia (pools)
01 Sand bottom
❑J 5% vertical bank along the marsh
OK Little or no habitat
**************AWAAA********'"***REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****************************
11. Bedform and Substrate — assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11a. OYes ZNo Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
Riffle -run section (evaluate 11c)
OB Pool -glide section (evaluate 11d)
DC Natural bedform absent (skip to Metric 12, Aquatic Life)
11 c. In riffle sections, check all that occur below the normal wetted perimeter of the assessment reach — whether or not submerged. Check
at least one box in each row (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present (NP) = absent, Rare
(R) = present but < 10%, Common (C) _ > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative percentages
should not exceed 100% for each assessment reach.
NP
0
0
0
0
R C
❑ 0
❑ 0
O ❑
® 0
O El
O El
® 0
❑ 0
A P
® 0
O 0
❑ ❑
❑ 0
❑ 0
❑ ❑
❑ ❑
O 0
Bedrock/saprolite
Boulder (256 — 4096 mm)
Cobble (64 — 256 mm)
Gravel (2 — 64 mm)
Sand (.062 — 2 mm)
Silt/clay (< 0.062 mm)
Detritus
Artificial (rip -rap, concrete, etc.)
11d. OYes ONo Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)

12. Aquatic Life — assessment reach metric (skip for Tidal Marsh Streams)
12a. ►ZiYes [No Was an in -stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. [No Water ['Other:
12b. ®Yes ❑No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that
apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to "individuals" for Size 1 and 2 streams and "taxa" for Size 3 and 4 streams.
❑ ['Adult frogs
❑ ['Aquatic reptiles
❑ ['Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats)
• ['Beetles
❑ ❑Caddisfly larvae (T)
❑ ['Asian clam (Corbicula)
❑ ['Crustacean (isopod/amphipod/crayfish/shrimp)
❑ ['Damselfly and dragonfly larvae
❑ ❑Dipterans
❑ DMayfly larvae (E)
❑ DMegaloptera (alderfly, fishfly, dobsonfly larvae)
• DMidges/mosquito larvae
❑ ['Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
❑ ❑Mussels/Clams (not Corbicula)
❑ ❑Other fish
• ❑Salamanders/tadpoles
❑ ❑Snails
❑ ❑Stonefly larvae (P)
❑ ❑Tipulid larvae
❑ ['Worms/leeches
13. Streamside Area Ground Surface Condition — streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and upland runoff.
LB RB
DA DA Little or no alteration to water storage capacity over a majority of the streamside area
❑ B DB Moderate alteration to water storage capacity over a majority of the streamside area
®C ®C Severe alteration to water storage capacity over a majority of the streamside area (examples: ditches, fill, soil compaction,
livestock disturbance, buildings, man-made levees, drainage pipes)
14. Streamside Area Water Storage — streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
❑ A DA Majority of streamside area with depressions able to pond water z 6 inches deep
DB DB Majority of streamside area with depressions able to pond water 3 to 6 inches deep
C C Majority of streamside area with depressions able to pond water < 3 inches deep
15. Wetland Presence — streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the normal
wetted perimeter of assessment reach.
LB RB
❑Y ❑Y Are wetlands present in the streamside area?
®N ®N
16. Baseflow Contributors — assessment reach metric (skip for Size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
❑A Streams and/or springs (jurisdictional discharges)
❑B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
DC Obstruction passing flow during low -flow periods within the assessment area (beaver dam, leaky dam, bottom -release dam, weir)
❑D Evidence of bank seepage or sweating (iron in water indicates seepage)
E Stream bed or bank soil reduced (dig through deposited sediment if present)
OF None of the above
17. Baseflow Detractors — assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
❑A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
DB Obstruction not passing flow during low -flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
❑C Urban stream (>_ 24% impervious surface for watershed)
®D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach
DE Assessment reach relocated to valley edge
OF None of the above
18. Shading — assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
❑A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
®B Degraded (example: scattered trees)
❑ C Stream shading is gone or largely absent

19. Buffer Width — streamside area metric (skip for Tidal Marsh Streams)
Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top of bank out
to the first break.
Vegetated Wooded
LB RB LB RB
®A ®A ❑A ❑A >_ 100 feet wide or extends to the edge of the watershed
❑B ❑B EB ®B From 50 to < 100 feet wide
❑C EC EC ❑C From 30 to < 50 feet wide
ED ED ED ED From 10 to < 30 feet wide
❑E ❑E ®E ❑E < 10 feet wide or no trees
20. Buffer Structure
Consider for left
LB RB
❑A ®A
❑B EB
®C ❑C
ED ED
❑E EE
— streamside area metric (skip for Tidal Marsh Streams)
bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
Mature forest
Non -mature woody vegetation or modified vegetation structure
Herbaceous vegetation with or without a strip of trees < 10 feet wide
Maintained shrubs
Little or no vegetation
21. Buffer Stressors — streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but is
within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22:
Abuts < 30 feet 30-50 feet
LB RB LB RB LB RB
❑A ❑A ❑A ❑A ❑A ❑A Row crops
❑B EB ❑B ❑B ❑B ❑B Maintained turf
®C ❑C ❑C ®C ❑C ❑C Pasture (no livestock)/commercial horticulture
❑D ❑D ❑D ❑D ED ❑D Pasture (active livestock use)
22. Stem Density — streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB RB
❑A ❑A Medium to high stem density
❑B ®B Low stem density
®C ❑C No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer — streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10 feet wide.
LB RB
®A ®A The total length of buffer breaks is < 25 percent.
❑B ❑B The total length of buffer breaks is between 25 and 50 percent.
❑C ❑C The total length of buffer breaks is > 50 percent.
24. Vegetative Composition — streamside area metric (skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes to
assessment reach habitat.
LB RB
❑A ❑A
❑B ®B
®C ❑C
Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species,
with non-native invasive species absent or sparse.
Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearing or
communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non -characteristic species or communities inappropriately composed of a single species or no vegetation.
25. Conductivity — assessment reach metric (skip for all Coastal Plain streams)
25a. ❑Yes No Was conductivity measurement recorded?
If No, select one of the following reasons. ❑No Water ®Other:
25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter).
❑A <46 ❑B 46to<67 ❑C 67 to < 79 CID 79to<230 ❑E >_230
Notes/Sketch:
See Attached Photos

Draft NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Smith Village Date of Assessment July 02, 2021
Stream Category Pb2 Assessor Name/Organization Atlas Environmental
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
YES
NO
YES
Perennial
USACE/ NCDWR
Function Class Rating Summary All Streams Intermittent
(1) Hydrology LOW
(2) Baseflow MEDIUM
(2) Flood Flow LOW
(3) Streamside Area Attenuation LOW
(4) Floodplain Access LOW
(4) Wooded Riparian Buffer LOW
(4) Microtopography NA
(3) Stream Stability LOW
(4) Channel Stability LOW
(4) Sediment Transport LOW
(4) Stream Geomorphology LOW
(2) Stream/Intertidal Zone Interaction NA
(2) Longitudinal Tidal Flow NA
(2) Tidal Marsh Stream Stability NA
(3) Tidal Marsh Channel Stability NA
(3) Tidal Marsh Stream Geomorphology NA
(1) Water Quality LOW
(2) Baseflow MEDIUM
(2) Streamside Area Vegetation LOW
(3) Upland Pollutant Filtration LOW
(3) Thermoregulation MEDIUM
(2) Indicators of Stressors YES
(2) Aquatic Life Tolerance MEDIUM
(2) Intertidal Zone Filtration NA
(1) Habitat LOW
(2) In -stream Habitat LOW
(3) Baseflow MEDIUM
(3) Substrate LOW
(3) Stream Stability LOW
(3) In -stream Habitat LOW
(2) Stream -side Habitat LOW
(3) Stream -side Habitat LOW
(3) Thermoregulation MEDIUM
(2) Tidal Marsh In -stream Habitat NA
(3) Flow Restriction NA
(3) Tidal Marsh Stream Stability NA
(4) Tidal Marsh Channel Stability NA
(4) Tidal Marsh Stream Geomorphology NA
(3) Tidal Marsh In -stream Habitat NA
(2) Intertidal Zone NA
Overall LOW

NC SAM FIELD ASSESSMENT RESULTS
Accompanies User Manual Version 2.1
USACE AID #: NCDWR #:
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic quadrangle,
and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and
number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions
and explanations of requested information. Record in the "Notes/Sketch" section if supplementary measurements were performed. See the
NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT/SITE INFORMATION:
1. Project name (if any): Smith Village 2. Date of evaluation: July 02, 2021
3. Applicant/owner name: BBC Troutman LLC 4. Assessor name/organization:
5. County: Iredell 6. Nearest named water body
7. River basin: Yadkin-PeeDee on USGS 7.5-minute quad:
8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.66187, -80.85336
Atlas Environmental
Kerr Branch
STREAM INFORMATION: (depth and width can be approximations)
CH 2O0, S2
9. Site number (show on attached map): Impact 10. Length of assessment reach evaluated (feet): 100 Ft
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 3 ❑Unable to assess channel depth.
12. Channel width at top of bank (feet): 5 13. Is assessment reach a swamp steam? ❑Yes ❑No
14. Feature type: ®Perennial flow ❑Intermittent flow ❑Tidal Marsh Stream
STREAM CATEGORY INFORMATION:
15. NC SAM Zone: 0 Mountains (M) ® Piedmont (P) ❑ Inner Coastal Plain (I) ❑ Outer Coastal Plain (0)
16. Estimated geomorphic ❑A�-MI B
valley shape (skip for
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip ❑Size 1 (< 0.1 mi2) ®Size 2 (0.1 to < 0.5 mil) ❑Size 3 (0.5 to < 5 mi2) ❑Size 4 (z 5 mi2)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (01 Oil ❑III ❑IV ❑V)
❑Essential Fish Habitat ❑Primary Nursery Area ❑ High Quality Waters/Outstanding Resource Waters
❑Publicly owned property ❑NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters
❑Anadromous fish 0303(d) List ❑CAMA Area of Environmental Concern (AEC)
❑Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
❑Designated Critical Habitat (list species)
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? ZYes ❑No
1. Channel Water - assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
®A Water throughout assessment reach.
❑B No flow, water in pools only.
OC No water in assessment reach.
2. Evidence of Flow Restriction - assessment reach metric
OA At least 10% of assessment reach in -stream habitat or riffle -pool sequence is severely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates, debris jams,
beaver dams).
• NotA
3. Feature Pattern - assessment reach metric
ZA A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
❑ B NotA
4. Feature Longitudinal Profile - assessment reach metric
®A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming, over
widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these
disturbances).
OB NotA
5. Signs of Active Instability - assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
❑A < 10% of channel unstable
❑B 10 to 25% of channel unstable
®C > 25% of channel unstable

6. Streamside Area Interaction — streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
❑ A DA Little or no evidence of conditions that adversely affect reference interaction
❑B ZB Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area, leaky
or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
ZC ❑C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision, disruption
of flood flows through streamside area] or too much floodplain/intertidal zone access [examples: impoundments, intensive
mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an
interstream divide
7. Water Quality Stressors — assessment reach/intertidal zone metric
Check all that apply.
DA Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
❑ B Excessive sedimentation (burying of stream features or intertidal zone)
DC Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
❑ D Odor (not including natural sulfide odors)
❑ E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes/Sketch"
section.
F Livestock with access to stream or intertidal zone
❑G Excessive algae in stream or intertidal zone
❑H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc)
01 Other: (explain in "Notes/Sketch" section)
❑J Little to no stressors
8. Recent Weather — watershed metric (skip for Tidal Marsh Streams)
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a drought.
❑A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
❑B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
®C No drought conditions
9. Large or Dangerous Stream — assessment reach metric
DYes No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition).
10. Natural In -stream Habitat Types — assessment reach metric
10a. ®Yes ❑No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging)
(evaluate for Size 4 Coastal Plain streams only, then skip to Metric 12)
10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
DA Multiple aquatic macrophytes and aquatic mosses
(include liverworts, lichens, and algal mats)
❑B Multiple sticks and/or leaf packs and/or emergent
vegetation
DC Multiple snags and logs (including lap trees)
• 5% undercut banks and/or root mats and/or roots
in banks extend to the normal wetted perimeter
DE Little or no habitat
❑F 5% oysters or other natural hard bottoms
❑G Submerged aquatic vegetation
❑H Low -tide refugia (pools)
❑I Sand bottom
❑J 5% vertical bank along the marsh
OK Little or no habitat
********"*""********************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS************************"***
11. Bedform and Substrate — assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11a. ['Yes ®No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11b. Bedform evaluated. Check the appropriate box(es).
ZA Riffle -run section (evaluate 11c)
❑B Pool -glide section (evaluate 11d)
❑C Natural bedform absent (skip to Metric 12, Aquatic Life)
11 c. In riffle sections, check all that occur below the normal wetted perimeter of the assessment reach — whether or not submerged. Check
at least one box in each row (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present (NP) = absent, Rare
(R) = present but < 10%, Common (C) _ > 10-40%, Abundant (A) = > 40-70%, Predominant (P) = > 70%. Cumulative percentages
should not exceed 100% for each assessment reach.
NP R C A P
❑ 0 0 0 ® Bedrock/saprolite
® 0 0 0 0 Boulder (256 — 4096 mm)
® 0 0 0 0 Cobble (64 — 256 mm)
O ® 0 0 0 Gravel (2 — 64 mm)
❑ 0 ® 0 0 Sand (.062 — 2 mm)
❑ 0 ® 0 0 Silt/clay (< 0.062 mm)
❑ ® 0 0 0 Detritus
® 0 0 0 0 Artificial (rip -rap, concrete, etc.)
11d. ['Yes ❑No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)

12. Aquatic Life — assessment reach metric (skip for Tidal Marsh Streams)
12a. ®Yes ❑No Was an in -stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. ❑No Water ❑Other:
12b. ®Yes ❑No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that
apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to "individuals" for Size 1 and 2 streams and "taxa" for Size 3 and 4 streams.
❑ ❑Adult frogs
❑ ❑Aquatic reptiles
O [Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats)
• ❑Beetles
❑ ❑Caddisfly larvae (T)
❑ [Asian clam (Corbicula)
® ❑Crustacean (isopod/amphipod/crayfish/shrimp)
❑ ❑Damselfly and dragonfly larvae
❑ ❑Dipterans
❑ ❑Mayfly larvae (E)
O ❑Megaloptera (alderfly, fishfly, dobsonfly larvae)
O ®Midges/mosquito larvae
❑ ❑Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
❑ ❑Mussels/Clams (not Corbicula)
❑ ❑Other fish
❑ OSalamanders/tadpoles
• ❑Snails
❑ ❑Stonefly larvae (P)
❑ ❑Tipulid larvae
❑ ❑Worms/leeches
13. Streamside Area Ground Surface Condition — streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and upland runoff.
LB RB
❑A ❑A Little or no alteration to water storage capacity over a majority of the streamside area
❑B ❑B Moderate alteration to water storage capacity over a majority of the streamside area
®C ®C Severe alteration to water storage capacity over a majority of the streamside area (examples: ditches, fill, soil compaction,
livestock disturbance, buildings, man-made levees, drainage pipes)
14. Streamside Area Water Storage — streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
❑A ❑A Majority of streamside area with depressions able to pond water 2 6 inches deep
❑ B ❑B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
®C ®C Majority of streamside area with depressions able to pond water < 3 inches deep
15. Wetland Presence — streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the normal
wetted perimeter of assessment reach.
LB RB
❑Y DY Are wetlands present in the streamside area?
®N ®N
16. Baseflow Contributors — assessment reach metric (skip for Size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
❑ A Streams and/or springs (jurisdictional discharges)
❑ B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
❑C Obstruction passing flow during low -flow periods within the assessment area (beaver dam, leaky dam, bottom -release dam, weir)
❑D Evidence of bank seepage or sweating (iron in water indicates seepage)
®E Stream bed or bank soil reduced (dig through deposited sediment if present)
❑F None of the above
17. Baseflow Detractors — assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
❑A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
❑B Obstruction not passing flow during low -flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
❑C Urban stream (>_ 24% impervious surface for watershed)
®D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach
OE Assessment reach relocated to valley edge
OF None of the above
18. Shading — assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
OA Stream shading is appropriate for stream category (may include gaps associated with natural processes)
®B Degraded (example: scattered trees)
OC Stream shading is gone or largely absent

19. Buffer Width — streamside area metric (skip for Tidal Marsh Streams)
Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top of bank out
to the first break.
Vegetated Wooded
LB RB LB RB
®A ®A ❑A ❑A >— 100 feet wide or extends to the edge of the watershed
❑ B ❑B ❑B IIB From 50 to < 100 feet wide
❑C ❑C ❑C ❑C From 30 to < 50 feet wide
❑D ❑D ❑D ❑D From 10 to < 30 feet wide
❑E DE ®E ❑E < 10 feet wide or no trees
20. Buffer Structure
Consider for left
LB RB
❑A ®A
❑B ❑B
®C ❑C
❑ D ❑D
❑E ❑E
— streamside area metric (skip for Tidal Marsh Streams)
bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
Mature forest
Non -mature woody vegetation or modified vegetation structure
Herbaceous vegetation with or without a strip of trees < 10 feet wide
Maintained shrubs
Little or no vegetation
21. Buffer Stressors — streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but is
within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22:
Abuts < 30 feet 30-50 feet
LB RB LB RB LB RB
❑ A ❑A ❑A ❑A ❑A ❑A Row crops
❑B ❑B ❑B ❑B ❑B ❑B Maintained turf
®C ❑C ❑C ®C ❑C ❑C Pasture (no livestock)/commercial horticulture
❑D ❑D ❑D ❑D ❑D ❑D Pasture (active livestock use)
22. Stem Density — streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB RB
❑A ❑A Medium to high stem density
LIB ®B Low stem density
®C ❑C No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer — streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10 feet wide.
LB RB
®A ZA The total length of buffer breaks is < 25 percent.
❑B ❑B The total length of buffer breaks is between 25 and 50 percent.
❑C ❑C The total length of buffer breaks is > 50 percent.
24. Vegetative Composition — streamside area metric (skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes to
assessment reach habitat.
RB
❑A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species,
with non-native invasive species absent or sparse.
Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearing or
communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non -characteristic species or communities inappropriately composed of a single species or no vegetation.
25. Conductivity — assessment reach metric (skip for all Coastal Plain streams)
25a. ❑Yes No Was conductivity measurement recorded?
If No, select one of the following reasons. ❑No Water ®Other:
25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter).
❑A < 46 ❑ B 46 to < 67 ❑ C 67 to < 79 ❑ D 79 to < 230 ❑ E >_ 230
LB
❑ A
❑B
®B
®C DC
Notes/Sketch:
See Attached Photos

Draft NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Smith Village Date of Assessment July 02, 2021
Stream Category Pb2 Assessor Name/Organization Atlas Environmental
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
YES
NO
YES
Perennial
USACE/ NCDWR
Function Class Rating Summary All Streams Intermittent
(1) Hydrology LOW
(2) Baseflow MEDIUM
(2) Flood Flow LOW
(3) Streamside Area Attenuation LOW
(4) Floodplain Access LOW
(4) Wooded Riparian Buffer LOW
(4) Microtopography NA
(3) Stream Stability LOW
(4) Channel Stability LOW
(4) Sediment Transport LOW
(4) Stream Geomorphology LOW
(2) Stream/Intertidal Zone Interaction NA
(2) Longitudinal Tidal Flow NA
(2) Tidal Marsh Stream Stability NA
(3) Tidal Marsh Channel Stability NA
(3) Tidal Marsh Stream Geomorphology NA
(1) Water Quality LOW
(2) Baseflow MEDIUM
(2) Streamside Area Vegetation LOW
(3) Upland Pollutant Filtration LOW
(3) Thermoregulation MEDIUM
(2) Indicators of Stressors YES
(2) Aquatic Life Tolerance MEDIUM
(2) Intertidal Zone Filtration NA
(1) Habitat LOW
(2) In -stream Habitat LOW
(3) Baseflow MEDIUM
(3) Substrate LOW
(3) Stream Stability LOW
(3) In -stream Habitat LOW
(2) Stream -side Habitat LOW
(3) Stream -side Habitat LOW
(3) Thermoregulation MEDIUM
(2) Tidal Marsh In -stream Habitat NA
(3) Flow Restriction NA
(3) Tidal Marsh Stream Stability NA
(4) Tidal Marsh Channel Stability NA
(4) Tidal Marsh Stream Geomorphology NA
(3) Tidal Marsh In -stream Habitat NA
(2) Intertidal Zone NA
Overall LOW

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
TIM BAUMGARTNER
Director
Steve Bailey
BBC Troutman, LLC
1000 Torrence Chapel Road Suite 100
Cornelius, NC 28031
NORTH CAROLINA
Environmental Quality
September 29, 2021
Expiration of Acceptance: 3/29/2022
Project: Smith Village County: Iredell
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
(8-digit HUC)
Impact Type
Impact Quantity
Yadkin
03040102
Warm Stream
279
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
cc: Jennifer Robertson, agent
DEC:11).
Sincerely,
Atii,iidazwykv
FOR James. B Stanfill
Asset Management Supervisor
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 West Jones Street 11652 Mail Service Center I Raleigh. North Carolina 27699-1652
919.707.8976

Iredell County
Property Data
Parcel Number: 4740919017.000
Inquiry Date: 9/30/2021
Disclaimer: While every effort is made to keep information provided over the Internet accurate and up-to-date, the County does not certify
the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping data
herein, or for their use or interpretation by the User.
Prcpb.s'ti Map
Owner/Property Info
Tax Account Number: 80080521
Old Parcel Number: 1604F00000B049
Owner Name: BBC TROUTMAN LLC
Mailing Address: 21000 TORRENCE CHAPEL RD STE 100 CORNELIUS NC 28031
Property Location: CHARLOTTE HWY
Lot Number: Null
Legal Description: 3AMES CARDWELL P664-121 ANNEX DB2733-1453 PB72-131
Municipal Information
Township Code: 16
City Code: 02
Neighborhood Code: 16022
Value Information - Current Year Property Record Card (PRC)
Building Value: 19740
Other Building Features: 20030
Land Value: 3081040
Tax Assessed Value: 3120810
Deferred: 0
Land Information - Register of Deeds Online Search

Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
20210401 WD 2799 1380 64-119 64.864 AC HB
Tax Information
Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5
Null C ADVLTAX CIO2ADVLTAX FRO6ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County 704.878.3118
Harmony 704.878.3118
Love Valley 704.878.3118
City of Statesville 704.878.3575
Town of Troutman 704.528.7600
Town of Mooresville 704.662.704o
Village of Davidson 704.892.7591

Iredell County
Property Data
Parcel Number: 4740904576.000
Inquiry Date: 9/30/2021
Disclaimer: While every effort is made to keep information provided over the Internet accurate and up-to-date, the County does not certify
the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping data
herein, or for their use or interpretation by the User.
Property Map
487
4R.
•
I �
519 1 523
• •
Owner/Property Info
Tax Account Number: 80080521
Old Parcel Number: 1604F00000B099
Owner Name: BBC TROUTMAN LLC
Mailing Address: 21000 TORRENCE CHAPEL RD STE 100 CORNELIUS NC 28031
Property Location: WEATHERSTONE LN
Lot Number:
Legal Description: JAMES CARDWELL PB64-121 ANNEX DB2733-1453 PB72-131
ianicipal Information
Township Code: 16
City Code: 02
Neighborhood Code: 16022
Value Information - Current Year Property Record Card (PRC)
Building Value: 44020
Other Building Features: 1180
Land Value: 336350
Tax Assessed Value: 381550
Deferred: 0
Land Information - Register of Deeds Online Search
a29
•

Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
20210401 WD 2799 1387 4.34 AC HB
Tax Information
Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5
Null C ADVLTAX CIO2ADVLTAX FRO6ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County 704.878.3118
Harmony 704.878.3118
Love Valley 704.878.3118
City of Statesville 704.878.3575
Town of Troutman 704.528.7600
Town of Mooresville 704.662.7040
Village of Davidson 704.892.7591

Iredell County
Property Data
Parcel Number: 4750004478.000
Inquiry Date: 9/30/2021
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not certify
the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping data
herein, or for their use or interpretation by the User.
Property Map
166
215
202
51
Owner/Property info
Tax Account Number: 80080521
Old Parcel Number: 1604F00000B096
Owner Name: BBC TROUTMAN LLC
Mailing Address: 21000 TORRENCE CHAPEL RD STE 100 CORNELIUS NC 28031
Property Location: CHARLOTTE HWY Null
Lot Number: Null
Legal Description: JAMES CARDWELL PB64-121 ANNEX DB2733-1453 PB72-131
Municipal Information
Township Code: 16
City Code: 02
Neighborhood Code: 16022
Value Information - Current Year ProwLty Record Card (ERC)
Building Value: 0
Other Building Features: 0
Land Value: 183350
Tax Assessed Value: 183350
Deferred: 0
Land Information - Regjler of Deeds Online Search

Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
20210401 WD 2799 1400 1.93 AC HB
Tax Information
Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5
Null C ADVLTAX CIO2ADVLTAX FRO6ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County 704.878.3118
Harmony 704.878.3118
Love Valley 704.878.3118
City of Statesville 704.878.3575
Town of Troutman 704.528.7600
Town of Mooresville 704.662.7040
Village of Davidson 704.892.7591

Iredell County
Property Data
Parcel Number: 4750004607.000
Inquiry Date: 9/30/2021
Disclaimer: While every effort is made to keep information provided over the Internet accurate and up-to-date, the County does not certify
the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping data
herein, or for their use or interpretation by the User.
Property Map
Owner/Property Info
Tax Account Number: 80080521
Old Parcel Number:
Owner Name: BBC TROUTMAN LLC
Mailing Address: 21000 TORRENCE CHAPEL RD STE 100 CORNELIUS NC 28031
Property Location: CHARLOTTE HWY
Lot Number: Null
Legal Description: JAMES CARDWELL PB64-121 ANNEX DB2733-1453 PB72-131
Municipal Information
Township Code: 16
City Code: 02
Neighborhood Code: 16022
Value Information - Current Year Property Record Card (P_RC)
Building Value: 87260
Other Building Features: o
Land Value: 189380
Tax Assessed Value: 276640
Deferred: o
Land Information - Register of Deeds Online Search

Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
20210401 WD 2799 1411 Null 2.02 AC HB
Tax Information
Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5
Null C ADVLTAX CIO2ADVLTAX FR06ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County 704.878.3118
Harmony 704.878.3118
Love Valley 704.878.3118
City of Statesville 704.878.3575
Town of Troutman 704.528.7600
Town of Mooresville 704.662.7040
Village of Davidson 704.892.7591

Iredell County
Property Data
Parcel Number: 4750004866.000
Inquiry Date: 9/30/2021
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not certify
the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping data
herein, or for their use or interpretation by the User.
Property Map
21
200
2:\0
Owner/Property Info
Tax Account Number: 80078205
Old Parcel Number: 1604F00000B050
Owner Name: BBC TROUTMAN LLC
Mailing Address: 21000 TORRENCE CHAPEL RD STE 1 CORNELIUS NC 28031
Property Location: CHARLOTTE HWY
Lot Number:
Legal Description: JAMES CARDWELL PB64-121 ANNEX DB2733-1453 PB72-131
Municipal Information
Township Code: 16
City Code: 02
Neighborhood Code: 16022
Value Information - Current Year Property Record Card (ice)
Building Value: 0
Other Building Features: o
Land Value: 108750
Tax Assessed Value: 108750
Deferred: 0
Land Information - Register_2f Deeds Online Search
115

Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
20210112 WD 2771 1783 0.87 AC HB
Tax Information
Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5
Null C ADVLTAX CIO2ADVLTAX FRO6ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County 704.878.3118
Harmony 704.878.3118
Love Valley 704.878.3118
City of Statesville 704.878.3575
Town of Troutman 704.528.7600
Town of Mooresville 704.662.7040
Village of Davidson 704.892.7591

Iredell County
Property Data
Parcel Number: 4740919851.000
Inquiry Date: 9/30/2021
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not certify
the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping data
herein, or for their use or interpretation by the User.
Property Map
Z19
Owner/Property Info
Tax Account Number: 80080521
Old Parcel Number: 1604F00000B106
Owner Name: BBC TROUTMAN LLC
Mailing Address: 21000 TORRENCE CHAPEL RD STE 100 CORNELIUS NC 28031
Property Location: SHADY CREEK LN
Lot Number: 1
Legal Description: ]AMES CARDWELL PB64-121 ANNEX DB2733-1453 PB72-131
Municipal Information
Township Code: 16
City Code: 02
Neighborhood Code: 16022
Value Information - Current Year Proper y Record Card (PR )
Building Value: 102650
Other Building Features: 0
Land Value: 84190
Tax Assessed Value: 186840
Deferred: 0
Land Information - Register of Deeds Online Search
115
19

Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
20210401 WD 2799 1404 64-118 0.898 AC NB
Tax Information
Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5
Null C ADVLTAX CIO2ADVLTAX FRO6ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County 704.878.3118
Harmony 704.878.3118
Love Valley 704.878.3118
City of Statesville 704.878.3575
Town of Troutman 704.528.7600
Town of Mooresville 704.662.7040
Village of Davidson 704.892.7591

Iredell County
Property Data
Parcel Number: 4750011807.000
Inquiry Date: 9/30/2021
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not certify
the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping data
herein, or for their use or interpretation by the User.
Property Map
Owner/Propert,> info
Tax Account Number: 80080521
Old Parcel Number:
Owner Name: BBC TROUTMAN LLC
Mailing Address: 21000 TORRENCE CHAPEL RD STE 100 CORNELIUS NC 28031
Property Location: CHARLOTTE HWY Null
Lot Number: 2
Legal Description: JAMES CARDWELL PB64-121 ANNEX DB2733-1453 PB72-131
Municipal Information
Township Code: 16
City Code: 02
Neighborhood Code: 16022
Value Information - Current Year Property Record Card (PRC)
Building Value: 0
Other Building Features: o
Land Value: 105400
Tax Assessed Value: 105400
Deferred: 0
Land Information - Register of Deeds Online Search

Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
20210401 WD 2799 1396 64-121 1.24 AC HB
Tax Information
Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5
Null C ADVLTAX CIO2ADVLTAX FRO6ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County 704.878.3118
Harmony 704.878.3118
Love Valley 704.878.3118
City of Statesville 704.878.3575
Town of Troutman 704.528.7600
Town of Mooresville 704.662.7040
Village of Davidson 704.892.7591

Iredell County
Property Data
Parcel Number: 4740916737.000
Inquiry Date: 9/30/2021
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not certify
the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping data
herein, or for their use or interpretation by the User.
Property Map
Owner/Property Info
Tax Account Number: 80080521
Old Parcel Number: 1604F00000B095
Owner Name: BBC TROUTMAN LLC
Mailing Address: 21000 TORRENCE CHAPEL RD STE 100 CORNELIUS NC 28031
Property Location: SHADY CREEK LN
Lot Number:
Legal Description: JAMES CARDWELL PB64-121 ANNEX DB2733-1453 PB72-131
Municipal Information
Township Code: 16
City Code: 02
Neighborhood Code: 16022
Value Information - Current Year Property Record Card (PRC)
Building Value: 80220
Other Building Features: 1080
Land Value: 111200
Tax Assessed Value: 192500
Deferred: 0
Land Information Register of Deeds Online Search

Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
20210401 WD 2799 1396 64-120 1.39 AC HB
Tax Information
Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5
Null C ADVLTAX CIO2ADVLTAX FRO6ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County 704.878.3118
Harmony 704.878.3118
Love Valley 704.878.3118
City of Statesville 704.878.3575
Town of Troutman 704.528.7600
Town of Mooresville 704.662.7040
Village of Davidson 704.892.7591

Iredell County
Property Data
Parcel Number: 4740916979.000
Inquiry Date: 9/30/2021
Disclaimer: While every effort is made to keep information provided over the Internet accurate and up-to-date, the County does not certify
the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping data
herein, or for their use or interpretation by the User.
Property Map
140
Owner/Property Info
Tax Account Number: 77405662
Old Parcel Number: 1604F00000B040A
Owner Name: RHYNE ELAINE E
Mailing Address: 449 MOUNTAIN VIEW RD STATESVILLE NC 28625
Property Location: CHARLOTTE HWY Null
Lot Number:
Legal Description: JAMES CARDWELL PB64-121 ANNEX DB2733-1453 PB72-131
Municipal Information
Township Code: 16
City Code: 02
Neighborhood Code: 16022
Value Information - Current Year Property Record Card (PRC)
Building Value: 0
Other Building Features: 0
Land Value: 106430
Tax Assessed Value: 106430
Deferred: 0
Land Information - Register Of eds Online Search

Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
20000324 WD 1191 1440 2.58 AC HB
Tax Information
Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5
Null C ADVLTAX CIO2ADVLTAX FRO6ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County 704.878.3118
Harmony 704.878.3118
Love Valley 704.878.3118
City of Statesville 704.878.3575
Town of Troutman 704.528.7600
Town of Mooresville 704.662.7040
Village of Davidson 704.892.7591

Iredell County
Property Data
Parcel Number: 4750020039.000
Inquiry Date: 9/30/2021
Disclaimer: While every effort is made to keep information provided over the Internet accurate and up-to-date, the County does not certify
the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping data
herein, or for their use or interpretation by the User.
Property Map
Owner/Property Info
Tax Account Number: 77405662
Old Parcel Number: 1604F00000B040
Owner Name: RHYNE ELAINE E
Mailing Address: 449 MOUNTAIN VIEW RD STATESVILLE NC 28625
Property Location: CHARLOTTE HWY
Lot Number: Null
Legal Description: JAMES CARDWELL PB64-121 ANNEX DB2733-1453 PB72-131
Municipal Information
Township Code: 16
City Code: 02
Neighborhood Code: 16022
Value Information - Current Year Property Record Card (P)
Building Value: 8780
Other Building Features: 1620
Land Value: 125000
Tax Assessed Value: 135400
Deferred: 0
Land Information - Register 2LDeeds Online Seth

Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning
20000324 WD 1191 1440 64129 1 AC HB
Tax Information
Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5
Null C ADVLTAX CIO2ADVLTAX FRO6ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County 704.878.3118
Harmony 704.878.3118
Love Valley 704.878.3118
City of Statesville 704.878.3575
Town of Troutman 704.528.7600
Town of Mooresville 704.662.7040
Village of Davidson 704.892.7591

DWR Pre -Filing Meeting Request Form
•
ID#*
Regional Office*
Reviewer Ust*
20201892
Version *
1
Mooresville Regional Office - [phone]
Alan Johnson
Pre -Filing Meeting Request submitted 12/4/2020
Contact Name * Jennifer Robertson
Contact Email Address* [e-mail]
Project Name * Smith Village
Project Owner* Prestige Corporate Development
Project County* Iredell
Owner Address: Street Address
338 S. Sharon Arnity Road #411
Address line 2
at)/ State / Rovince / Region
Charlotte North Carolina
Fbstal / Zip Code Country
28211 United States
Is this a transportation project? * r Yes r No
Type(s) of approval sought from the DWR:
R 401 Water Quality Certification - r 401 Water Quality Certification -
Regular Express
r Individual Permit f Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Alan Johnson
Please give a brief project description below.*
The project will involve development of a mixed use Village include
commercial and residential.
Please give a couple of dates you are available for a meeting.

12/7/2020
12/16/2020
12/22/2020
Please attach the documentation you would like to have the meeting about.
8 Aquatic Resource Map.pdf
11 usgs topo close.pdf
13 Aerial.pdf
Pdf cN
3.62MB
3.17MB
2.29MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
rc%Zrr rfr ,, ;rt rMrtrinr
Submittal Date 12/4/2020